thank you

Thank you very much.

keep doing it

skimming this because the last time i did FEA was in 2016. cheers

Amazing tutorial! Thank you for sharing ^^

Architect here learning basic statics. Very thorough explanation. Good content.

Please do for flat plat slab

Excellent explaination, Thanks

thank u so much

Hello Did you share the ppt anywhere?

watching this in 2024 thanks man

Hello Prof Clayton. I like the format of your lecture slides. What app/program do you use to create your slides?

Statics is really just University Physics.. . Which is just Calculus 3.. . Which is just Pre-cal + Cal 1.. . I really love this ingraining process.

Thank you so much Clayton.Engineering mechanics would be much harder for me without your videos😁❤

You teach very very well! Thanks a lot!

Great!

time 1.20.30, in triple product: u.(v x w) = u1(v2w2-v3w2) + u2(v2w1-v1w2) + u3(v1w2-v2w1). instead of neglecting w terms. am i right or typo error.

I love your style so much, you always carefully consider the feeling of students, thanks a lot!

Been looking for this my whole adult life, so excited to go through all the lessons, thank you Doc. But why would you make all this available for free? I am not complaining though, love it.

we need to give damage parameter also , without giving this we are not able tom proceed

Very easy-to-understand and fun to watch =)) many jokes actually help to keep the lecture exciting! Thank a lot

Where can I get the pdf notes please

Hello Dr. Clayton, the psuedo time increment was calculated based on linear terms of Taylor series. I wanted to know, based on number of NR iteration how it is fixing increment size.

Thank you so much for this video.

superb! Can you please share Timoshenko beam as well?

Thank you so much for this. I feel i understand you more than my lecture times. Bless you

Your steps to solve the problems are very simple and clear. You don’t assume that people know already something. It is very important in teaching because student like me always need some refresher. Thanks for your help

Old, don't use anymore?

Thank you, Dr. Clayton. As an E.I.T. working in Ontario, I have found your videos extremely helpful. I never paid attention to this when I was taught steel design in my 4th year at school in Nova Scotia. Your content has been invaluable for my professional development. Keep up the great work!

your videos are such an eye-opener

It's 2024 and I'm happy u made this masterpiece 2yrs ago❤

Thanks..... your a life saver👑🙏

Why there is no "metric tensor"(g, G) explanation

Nice

well understood. thanks

this is worth a million likes

can u please share the ppt from which u are teaching

You are the best!

Simple and comprehensive.

You are my favorite instructor ever :)

you are the best Dr. Clayton. Thanks to you I understand continuum mechanics :)

You are the best!

You are the best!

What if i want to model a hyper elastic beam that has large deflection? What assumptions will i take then and how could i possibly make the calculations bearable? Thankyou

MUITO MUITO OBRIGADA!